|Publication number||US4889444 A|
|Application number||US 07/195,371|
|Publication date||Dec 26, 1989|
|Filing date||May 12, 1988|
|Priority date||May 12, 1988|
|Publication number||07195371, 195371, US 4889444 A, US 4889444A, US-A-4889444, US4889444 A, US4889444A|
|Inventors||Joseph E. Pouyer|
|Original Assignee||Pouyer Joseph E|
|Export Citation||BiBTeX, EndNote, RefMan|
|Patent Citations (18), Referenced by (18), Classifications (5), Legal Events (7)|
|External Links: USPTO, USPTO Assignment, Espacenet|
This application is a continuation-in-part of application Ser. No. 161,780 filed Feb. 29, 1988, abandoned 5/12/88.
This invention relates to a new and improved method and apparatus for the construction of artificial roads. In the drilling of oil wells or in the search for hydrocarbons or in construction or repairing of different type devices in remote areas it is very difficult to enable trucks and other heavy equipment to transport the necessary apparatus and equipment to the desired site because of poor ground conditions, for example, if the ground is too wet such trucks and the like cannot traverse a wet ground because they will become stuck. To overcome this problem a complete service industry has grown up which is either a complete temporary road construction crew which will lay down gravel, shale, or the like or board construction crews which will lay down as roads, a whole series of boards. Normally, to construct such a road the boards are anywhere from 10 ft. to 20 ft. long and anywhere from 11/2 to 21/2 inches thick and from 6 to 8 inches wide and thus not only are very heavy but also require manual manipulation in the form of labor to construct such boards laterally to a width of 8 ft. to 14 ft. and longitudinally sometimes for miles.
Further, while such boards, when laid down, will support heavy trucks, tractors, trailers and other equipment, because of the expense involved yet another labor intensive crew must move back in and, if possible, separate such boards or pull such boards apart. Pulling such boards apart is often difficult because such boards are normally nailed with big heavy penny nails hammered into the boards with axes or sledge hammers.
Thus, such board road construction is not only very labor intensive but is also very dangerous because of the weight and build of the boards and it is also very capital intensive because of the number of board feet involved. Further, it is often difficult to remove such boards, if at all, more than one time and because such boards must be singularly torn apart and grouped together the usable life of such boards is not great when compared to the use/cost involved.
FIG. 1 is a top plan view of one section of the artificial road of the present invention;
FIG. 2 is a bottom plan view of the artificial road of the present invention;
FIG. 3 is a plan view of a series of interlocked sections of this artificial road of the present invention;
FIG. 4 is a side elevation of a series of interlocked sections of the artificial road of the present invention.
The purpose of the present invention is to attempt to provide a remedy for the construction of such board roads by providing a prefabricated matt system wherein the board roads not only do not have to be nailed together in the field but are also interlocked such they will not be nailed together and further such board matts can be laid down in interlocking relationship in a much quicker and more economical period of time thus saving labor costs in the laying and dismantling of such board roads.
In addition such board roads may also be expanded or contracted such that the road may be expanded laterally with respect to the width of the artificial road and it is to be understood that such interlocking relationship relative to the matrix system is such that the matrices and matting system may be expanded radially relative to a center area for turnarounds or other working operations that is desired.
FIGS. 1-4 set forth in detail the preferred enabling embodiment of the present invention which includes and comprises, as set forth in FIG. 1, a set of 10 boards which comprise an upper matrices generally designated at 12 and a lower matrices generally designated at 14. The upper matrices 12 generally comprises a plurality of boards 16 spaced and of sufficient weight, width and length to support heavy equipment and vehicles because, as set forth hereinabove, such road is positioned and laid down over impassable terrain by such heavy equipment and vehicles. As further set forth in FIGS. 1 and 2, the second or lower matrices 14 is comprised of a plurality of cross-support members 20 for supporting each of the longitudinal members 16. As set forth in FIG. 2 each of the cross support members 20 include at least one of more cross pieces and, as further illustrated, may have more than one cross piece. As further illustrated, each of the cross support members of the second matrices are spaced relative to each other in a manner and for a reason to be set forth in more detail hereinbelow.
As further illustrated in FIGS. 3 and 4, the method of constructing the temporary road is set forth and generally illustrated by having a first set 22 longitudinally abutting a second set 24 and interlocked by a third set 26. As illustrated, the first set 22 comprises a plurality of longitudinally spaced board members 28 comprising the upper first matrix and a lower surface or second matrix comprising spaced cross pieces 30, 32 and 34. Similarly the second set 24 comprises the first or upper matrices comprising cross pieces 38 for the first or upper matrices and suitable spaced cross pieces 40, 42 and 44. It is to be understood that the second matrices of each of the first and second sets 22 and 24 comprises further and additional cross pieces which interlock with other sets to form the road.
The temporary road further comprises the third set 26 which comprises a first matrices 48 of spaced longitudinally positioned cross pieces and a second matrices which comprises cross pieces for supporting the first matrices which are spaced relative to each other such as illustrated at 50, 52, 54 and 56. As illustrated in FIGS. 3 and 4 and in operation the second set is positioned such that the first matrices cross pieces 26 are laid on the ground G with the second matrices positioned upwardly with the second matrices cross pieces 50 et. sequence being supported and positioned transverse to the first matrices. Thereafter, the first and third sets are laid such that the cross piece 30 and the cross piece 40 of sets 22 and 24 are positioned adjacent each other and adjacent the cross pieces 20 (FIG. 4) of the second matrices of the second set so that such pieces interlock with each other such that any pulling or tugging of the board road in the longitudinal direction of the first matrices of each of such sets will be prevented so that the board road will not separate. In this manner, such temporary board road has a triple stack or set of boards with the second matrices of each of said sets being interlocked relative to each other and with the first matrices of each of said sets either being on the upper or lower surface and being positioned parallel to each other for laying out of the board road and longitudinal directions as desired. It should especially be noted that by providing such interlocking triple stacks both the upper and lower surfaces are comprised of uninterrupted runs of longitudinal boards, each section in the series abuts the adjacent section(s) with no intermediate gaps. This provides a more even transfer of the load from equipment using the road to the surface of the soil. A more even weight distribution over the soil results, this is especially desired in the areas with poor ground conditions where temporary road structures are needed.
Although not illustrated in the primary embodiment depicted in FIGS. 1-4, under some conditions it might be desirable to provide secondary devices for interconnecting the mats. Therefore, although the primary interlocking would be provided by the previously described positioning of cross pieces 40 of sets 22 and 24 adjacent each other and adjacent the cross-pieces 20 (FIG. 4) of the second set, an auxiliary interlocking positioning a guide can be provided by equipping each set 10 with posts and cups which correspond and connect with cups and posts of any other set when sets are correctly positioned and assembled into the road as previously described. Many different configurations could be devised. One example would place posts along the midline underside of the two outer cross-support members 20 depicted in FIG. 2, that is the extreme left and right membrane corresponding cups would be positioned within the underside of the upper boards 16 of FIG. 2. The cups would be placed to align with posts of a similarly equipped set, that is at proper locations just off of the midline of the set, parallel to the cross-support members 20. Each set would be identically equipped with such cups and posts and therefore each set could interchangedly be positioned to interlock with the cups and posts of two other sets. Although only one arrangement has been described, any other arrangement that provides for interchangeable interlocking sets may be used. In addition, the posts and cups could be provided with a bayonet type locking device to further secure the sets together. An alternative to the bayonet type device could be cable securing devices for further securing the sets connected together.
It is to be understood that while such sets have been depicted as being rectangular, that such may be square or radially constructed for radial expansion or may comprise further additions for expanding the road laterally, if desired without departing from the spirit of this invention.
It is to be further understood that while the invention specifically describes in its specific embodiment and enabling disclosure as being constructed of wood boards, that such matrices interlocking road system may be constructed of other type fibers or combination of fibers such as polyurethane, fiberglass, and the like.
It is to be further understood that, as previously mentioned, and in accordance with the spirit of the invention, such sets may be constructed with alternate dimensions and materials for varying applications. The sets could be constructed by way of example and not by way of limitation, of metal or metal alloy, solid or expanded, or a combination of solid channels and expanded metal. Additionally, applications might best be fitted with sets constructed of fiberglass components, or plastic, or rubber, or a combination of these materials.
In particular the components could be manufactured from ground up or pulverized, used automobile and truck tires. This material may be manipulated in a variety of ways to provide the desired strength and durability. The material can be combined with numerous bonding agents, consolidated, and pressed in a mold to form the desired configuration. This material could also be combined with other materials to form composite elements of the recycled tire material and longitudinal fibers in a process analogous to pultrusion for fiberglass or prestressing for precast concrete. Randomly placed shorter fibers can also be provided by simply adding them to the mix with the bonding agent prior to the consolidation and hardening. These random fibers can be added to vary the strength properties of the elements as needed. The curing can be done in a variety of ways, such as by heat, by chemical reaction, or by a combination.
The components of traverse and longitudinal elements can be specifically engineered by designing the composition and placing the corrent type of fibers in the proper location necessary for the stresses each element of the matrices set is subject to. High strength longitudinal fibers such as "Aramid" or Keular can be incorporated into fiberglass sets, as can components formed by a pultrusion process. Such longitudinal fibers or cables could also be used to tie the individual sets together longitudinally. As just discussed, correct placement of the longitudinal cables would add structural strength where needed and further hold sets together as a unit. Laminate composite wood sets can be substituted for the solid timber sets described in the preferred embodiment. Sets could be cast of high strength low density prestressed or post tensioned concrete elements. Elements of any of the above mentioned examples can be combined to meet the longevity, terrain, soil, cost, transportability, and reusability requirements of any particular job requiring a temporary road constructed from interlocking matrices.
While this invention has been described by means of a specific preferred embodiment and various alternative examples it is not to be limited thereto. Obvious modifications will occur to those skilled in the art without departing from the scope of the invention.
|Cited Patent||Filing date||Publication date||Applicant||Title|
|US1970037 *||Jun 13, 1929||Aug 14, 1934||Fischer Albert C||Surfacing unit|
|US2450432 *||Sep 26, 1944||Oct 5, 1948||Lehrman Harry||Pallet|
|US2639650 *||Jun 24, 1950||May 26, 1953||C N Housh||Prefabricated runway construction|
|US2652753 *||Jan 25, 1950||Sep 22, 1953||Excel Smith Edwin||Intermeshing sectional matting|
|US2819026 *||Dec 17, 1953||Jan 7, 1958||Battice Leyendecker John||Road construction|
|US2912909 *||Oct 1, 1954||Nov 17, 1959||Hart Andrew P||Portable road and turn-around|
|US2950078 *||Sep 14, 1959||Aug 23, 1960||Lilly Co Eli||Skid-pallet combination|
|US3855945 *||May 12, 1972||Dec 24, 1974||K Eklund||Wood and metal pallet|
|US4184435 *||Aug 7, 1978||Jan 22, 1980||Richard Shevchenko||Industrial pallets and method of manufacturing|
|US4289420 *||Jun 6, 1979||Sep 15, 1981||Davis Marvin L||Wooden mat|
|US4462712 *||Jul 16, 1981||Jul 31, 1984||Quality Mat Company||Method and apparatus for a construction site flooring system|
|US4600336 *||Mar 9, 1984||Jul 15, 1986||Waller Jr A J||Interlocking wooden mat|
|US4600337 *||Oct 31, 1983||Jul 15, 1986||Sarver Ronald D||Board mat system|
|*||DE154227C||Title not available|
|FR1579271A *||Title not available|
|SU996603A1 *||Title not available|
|SU998636A1 *||Title not available|
|SU1198139A1 *||Title not available|
|Citing Patent||Filing date||Publication date||Applicant||Title|
|US4973193 *||Aug 31, 1989||Nov 27, 1990||Central Industries, Inc.||Kwik-set mat system|
|US5032037 *||Apr 12, 1990||Jul 16, 1991||Phillips Mark L||Method and apparatus for temporary matting for use at construction sites|
|US5163776 *||Nov 6, 1990||Nov 17, 1992||Pouyer Joseph E||Method for road construction|
|US5316408 *||Dec 11, 1992||May 31, 1994||T. K. Stanley Incorporated||Board mat construction|
|US5822944 *||Sep 4, 1996||Oct 20, 1998||Penland, Sr.; Joe E.||Double locking flooring system for a construction site|
|US6007271 *||Sep 9, 1998||Dec 28, 1999||American Landfill Management, Inc.||Ground pressure distribution mat and method of use|
|US6474905||Aug 7, 2001||Nov 5, 2002||Clarence R. Smith, Jr.||Temporary support structure|
|US6575660||Jul 25, 2000||Jun 10, 2003||Darrell Davis||Temporary road bed|
|US6874972||May 23, 2003||Apr 5, 2005||Darell Davis||Temporary road bed|
|US6881006||Aug 2, 2002||Apr 19, 2005||Jeffrey M. Lange||Device and method for reducing construction site track out|
|US6981818||Dec 28, 2004||Jan 3, 2006||Trackout Holding Company, Llc||Method and device for reducing construction site track out|
|US7059799||Nov 23, 2005||Jun 13, 2006||Lange Jeffrey M||Method and device for reducing construction site track out|
|US7152379 *||Apr 20, 2001||Dec 26, 2006||Hangzhou Dazhuang Floor Co., Ltd.||Two-ply flooring having a cross-grain bottom ply|
|US7303800||Mar 21, 2003||Dec 4, 2007||Rogers D Scott||Interlocking mat|
|US7775739||Sep 14, 2007||Aug 17, 2010||Jeffrey Lange||Method and device for reducing construction track out|
|US8066447 *||Jun 27, 2007||Nov 29, 2011||Randel Brandstrom||Wood mat and apparatus and method for assembling same|
|US8096728||Jun 2, 2009||Jan 17, 2012||Strad Energy Services, Ltd.||Connector and rig mat employing same|
|US20020152701 *||Apr 20, 2001||Oct 24, 2002||Zhang Ping Sheng||Two-ply flooring having a cross-grain bottom ply|
|U.S. Classification||404/34, 404/36|
|Jul 27, 1993||REMI||Maintenance fee reminder mailed|
|Feb 1, 1994||FPAY||Fee payment|
Year of fee payment: 4
|Feb 1, 1994||SULP||Surcharge for late payment|
|Jan 6, 1997||FPAY||Fee payment|
Year of fee payment: 8
|Jul 17, 2001||REMI||Maintenance fee reminder mailed|
|Dec 12, 2001||SULP||Surcharge for late payment|
Year of fee payment: 11
|Dec 12, 2001||FPAY||Fee payment|
Year of fee payment: 12